Optimization of the concrete through the addition of nanosilice, using aggregates of the cantera de Añashuayco de Arequipa

Abstract: The present research work is developed using the experimental study to evaluate concrete elaborated with aggregates from the Añashuayco quarry (Peru), with the addition of Nanosilica containing micro-fine nanoparticles of amorphous silica dioxide (SiO2). Nanosilica has pozzolanic propertie...

Descripción completa

Guardado en:
Detalles Bibliográficos
Autores principales: Caballero Arredondo,P.W., Damiani Lazo,C. A., Ruiz Pico,Á.A.
Lenguaje:English
Publicado: Pontificia Universidad Católica de Chile. Departamento de Ingeniería y Gestión de la Construcción 2021
Materias:
Acceso en línea:http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-50732021000100071
Etiquetas: Agregar Etiqueta
Sin Etiquetas, Sea el primero en etiquetar este registro!
id oai:scielo:S0718-50732021000100071
record_format dspace
spelling oai:scielo:S0718-507320210001000712021-05-28Optimization of the concrete through the addition of nanosilice, using aggregates of the cantera de Añashuayco de ArequipaCaballero Arredondo,P.W.Damiani Lazo,C. A.Ruiz Pico,Á.A. Nanosilica Strength Compression Permeability. Abstract: The present research work is developed using the experimental study to evaluate concrete elaborated with aggregates from the Añashuayco quarry (Peru), with the addition of Nanosilica containing micro-fine nanoparticles of amorphous silica dioxide (SiO2). Nanosilica has pozzolanic properties that upon contact with water reacts with the hydrated cement to form more C-S-H particles (GEL). This reduces the porosity by partially filling the pores to refine the structure, and therefore gives us a higher compressive strength. This study’s recommendation is to implement it into low-rise and low-cost housing construction.The microstructure properties of the cement paste are improved with the addition of nanosilica. Nanoparticles have high specific surface areas, and their surfaces are very active; an intense pozzolanic reaction between nanosilica and CH would accelerate the pozzolanic reactions between SiO2 and water molecules. Therefore, the smaller the pore volume, the higher the compressive strength and water absorption capacity of nanosilica-modified pastes. The pore volume decreased along with the dosage increase of nanosilica. The cement-sand mixture without nanosilica shows a porous structure, after 7 days of curing.info:eu-repo/semantics/openAccessPontificia Universidad Católica de Chile. Departamento de Ingeniería y Gestión de la ConstrucciónRevista ingeniería de construcción v.36 n.1 20212021-04-01text/htmlhttp://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-50732021000100071en10.4067/S0718-50732021000100071
institution Scielo Chile
collection Scielo Chile
language English
topic Nanosilica
Strength
Compression
Permeability.
spellingShingle Nanosilica
Strength
Compression
Permeability.
Caballero Arredondo,P.W.
Damiani Lazo,C. A.
Ruiz Pico,Á.A.
Optimization of the concrete through the addition of nanosilice, using aggregates of the cantera de Añashuayco de Arequipa
description Abstract: The present research work is developed using the experimental study to evaluate concrete elaborated with aggregates from the Añashuayco quarry (Peru), with the addition of Nanosilica containing micro-fine nanoparticles of amorphous silica dioxide (SiO2). Nanosilica has pozzolanic properties that upon contact with water reacts with the hydrated cement to form more C-S-H particles (GEL). This reduces the porosity by partially filling the pores to refine the structure, and therefore gives us a higher compressive strength. This study’s recommendation is to implement it into low-rise and low-cost housing construction.The microstructure properties of the cement paste are improved with the addition of nanosilica. Nanoparticles have high specific surface areas, and their surfaces are very active; an intense pozzolanic reaction between nanosilica and CH would accelerate the pozzolanic reactions between SiO2 and water molecules. Therefore, the smaller the pore volume, the higher the compressive strength and water absorption capacity of nanosilica-modified pastes. The pore volume decreased along with the dosage increase of nanosilica. The cement-sand mixture without nanosilica shows a porous structure, after 7 days of curing.
author Caballero Arredondo,P.W.
Damiani Lazo,C. A.
Ruiz Pico,Á.A.
author_facet Caballero Arredondo,P.W.
Damiani Lazo,C. A.
Ruiz Pico,Á.A.
author_sort Caballero Arredondo,P.W.
title Optimization of the concrete through the addition of nanosilice, using aggregates of the cantera de Añashuayco de Arequipa
title_short Optimization of the concrete through the addition of nanosilice, using aggregates of the cantera de Añashuayco de Arequipa
title_full Optimization of the concrete through the addition of nanosilice, using aggregates of the cantera de Añashuayco de Arequipa
title_fullStr Optimization of the concrete through the addition of nanosilice, using aggregates of the cantera de Añashuayco de Arequipa
title_full_unstemmed Optimization of the concrete through the addition of nanosilice, using aggregates of the cantera de Añashuayco de Arequipa
title_sort optimization of the concrete through the addition of nanosilice, using aggregates of the cantera de añashuayco de arequipa
publisher Pontificia Universidad Católica de Chile. Departamento de Ingeniería y Gestión de la Construcción
publishDate 2021
url http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-50732021000100071
work_keys_str_mv AT caballeroarredondopw optimizationoftheconcretethroughtheadditionofnanosiliceusingaggregatesofthecanteradeanashuaycodearequipa
AT damianilazoca optimizationoftheconcretethroughtheadditionofnanosiliceusingaggregatesofthecanteradeanashuaycodearequipa
AT ruizpicoaa optimizationoftheconcretethroughtheadditionofnanosiliceusingaggregatesofthecanteradeanashuaycodearequipa
_version_ 1714204931129344000